Providing CAD to FIS Mamel in GP Lower Karsog Distt Mandi HP SH_ C_O 20 Nos Outlets_BP Tank and C_O Retaining wall 60 Rmt and laying jointing and testing of HDPE pipe 75 mm 2750 Rmt 90 mm 1200 Rmt and

Amount

Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil blasting work and chiseling /wedging out of rocks where blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts:

Providing and laying cement concrete 1:1.5:3 (1 cement : 3 sand : 6 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- Vertical walls.

Providing and laying cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts:

Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-(a) Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

Placing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification complete in all respect as per direction and to the entire satisfaction of the Engineer in charge upto all lead & lifts.

Laying, joining and testing in trenches following grade and working pressure Hight Density Polythene pipes cinfirming to IS: 4984-2016 complete with fittings ( Earth work in trenches to be measured & paid for separately) with in lall leads and lifts.

75 mm dia PE-80 - PN 4 SDR 26

90 mm dia PE-80 - PN 4 SDR 26

180 mm dia PE-80 - PN 4 SDR 26

RATAN SINGH

Gurvaksh Singh